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0089 OLD JAIL LANE
,n 2 Town of Barnstable Bulldin rouetl Plans;Must be,Retarned onJ,ob andaFiis Card Must beKe t ° Post This Card So Thai rtYis Visible From the StreetApp p ■AENlTPABtL, "`x c. . �; *: a -s" �" ,. M^� Posted Until�Final Jnspectlan Has`Been Made �,� �� ;', £�K ° Where a;Ce'rt-ificate of Occu anc <as Re u'fired -su�h;,Buldm shall Notbe Occu ied until a.Froai;lns. ect�on has been made Permit jlll P Y. 4�. g .� .p.m�a . .. . . w. p Permit No. B-18-2118 Applicant Name: CAPE COD INSULATION, INC Approvals Date Issued: 07/05/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/05/2019 Foundation: Location: 89 OLD JAIL LANE, BARNSTABLE Map/Lot 278-056-001 Zoning District: RF-2 Sheathing: Q Owner on Record: DEE CHRISTIAN H&NICHOLA TRS x ' Coitiactor Name:' CAPE COD INSULATION; INC Framing: 1 Address: 89 OLD JAIL LANE 'Contractor License 153567 2 BARNSTABLE, MA 02630 Est Project Cost: $ 1,400.00 Chimney: Description: weatherization Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid: $85.00 . Date 7/5/2018 Final: j Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afteraissuance. Rough Gas: All work authorized by this permit shall conform to the approved application a'nd the approved construction documentsfor which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and stru6ture5s6l 6e in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or',gad and shall be maintained open foe public inspection for the entire.duration of the work until the completion of the same. t Electrical The Certificate of Occupancy will not be issued until all applicable si natures b the,Buildin and Fire Officials are rovided"on this permit. Service: P Y PP g Y g P Minimum of Five Call Inspections Required for All Construction Work:,,. Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons co with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL C.142A). Fire Department �.� Building plans are to be available on site Final: - All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I, �.UEPT G ��lr' - ally Map Parcel JUL 02 2019 Application # . U Health Division ©WN OF �> N , D.�ui_ S E ate Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address 'Ef ell �rs9/�. iw Village 29k5)_.,08 /�Jry /-e Owner ld p"57-119 / 1Pkr G— Address YJ,7 Telephone 7 *25,e-) Permit Request _ /�� r,4 'v ZZ /? e-/i9 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Dla : D Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 2' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes U No On Old King's Highway: ❑Yes 9'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name /WAO' C���l���s� �O�✓ Telephone Number 29 l L/ Address �1�����/2��L/ L�, 2 License # IAO 'am 0 y Yi Home Improvement Contractor# Email� �/ �G'c/��/�I� /gyp Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO jmf v 4 SIGNATURE DATE 0 FOR OFFICIAL USE ONLY APPLICATION # 1 _ DATE ISSUED ` MAP/ PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION 4 ' FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 'r ASSOCIATION PLAN NO. �a. CE 1ME T�A� Town of Barnstable P TUM : Building Department Services �o0 6iy' ,�••q Brian Florence,CBO ArF® aOki` Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office:508-862-4038 Fax:508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1, Christian Dee , as Owner of the subject property hereby authorize C'�C- L®-D .J-AS q4Auvt to act on my behalf, in all matters relative to work authorized by this building permit application for: 89 Old Jail Lane Barnstable (Address of Job) Signature of Owner Signature of Applicant CAI G� C m le'l s Print Name Print Name Date rr - I t_ >, Commonwealth of Massachusetts �. -�76 0 - 0 0 Sheet Metal Permit 5C� I . Map Parcel Date: Permit �5 Estimated Job Cost: $ G O Permit Fee:$ 2019 Plans Submitted: YES Nlqpi 1� N l� i �Reviewed; YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information: Name: Ke vim LAL Name: l_Ari�5 PPw Street: Street: W'v City/Town: 1�t0 � _ city/Town: gc-,rA s44 b je - Telephone: 1 —�� 3- 0 q Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES NO Sniff In6tial ' t (J-1/M-1-unrestricted livens J-2/M-2-restricted to dwel ' -stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family l Multi-family Condo/Townhouses Other a Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutio _ Other Square Footage: under 10,000 sq. ft over 10,000 sq. ft. Number of Stories: Sheet metal work be completed: New Work: Renovation: i HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing 1 Provide detailed description of work to be done: 4- ZL"'a J'J 04 �L4 U/ Y1I lawG �v-K�VI�, i rrs 7 a G n r p ,r INSURANCE COVERAGE: I ' 1 have a current 11ablil>JC insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes❑ No If you have checked indicate the y �,' type of coverage by checking the appropriate box below: 3 A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of>fie f Massachusetts General Laws,and that my signature on this permit application waiMM this requirement. Check One Only Owner Agent El Signature of Owner or Owner's Agent i By checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Prng es�r s Inspections Date Comments Final Ins�ech,'_on Date Comments np Type License: y 0p Master rdle ❑Master-Restricted i ;4/Town 0Joumeyperson ' �_ 1 � _ ' � Signature of Licensee ermit# ❑Joumeyperson-Restricted License Number. Check at www.mass.aov/dol nspector Signature of Permit Approval '� ofTME Town of Barnstable Regulatory Services Thomas F.Geffer,Director Building Division Tom Perry,Budding Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable-ma.as Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder WC I, C` K—t C V" i6E,as Owner of the subject property hereby authorize K 441 ov V tr to act on my behalf, in all matters relative to work authorized by this building permit �� -Fa .' ) 19--�- (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. h ignatuxe of Owner Signature of Applicant 0 WC-1 L f— Print Name Print Name Date Q:FORM&OWNERPERMSSIONPOOLS J TOWN OV BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 Application # � a cel D I pp Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 02 2, �S Date Definitive Plan Approved by Planning Board ' _ Historic - OKH _ Preservation/ Hyannis Project Street Address 6 `7 O L p Al-L LA?'C Village Saeo—j54-,16t2 Owner C h g IS -'t AJU NJC to Y �- e- Address 010 Telephone 7 7 Y - Y 00 71 SJ Permit Request 1 N X 1� ��°lsoo��+/ /�Ju �► iry v o-. G l�f s Sv:••l �or� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation :3 1 2 Y Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other J 11 Basement Finished Area(sq.ft.) Basement Unfinished Area (q Eft) . Number of Baths: Full: existing new Half: existing ' new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count u Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ C"Other E._.. m Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Po&to f7dorvXC5�2vbecl C��JelephoneNumber yob' 1964 Address 5-00 '-1 YI. f-S License # es - a Il 9 A /;Vcv-16 w AX � Home Improvement Contractor# 1 GS Email r1ffdE-i 94—CAr r 0,4 Y ri A<6 Vt m f-,&/TS.&oVorker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ad e Axlolk f SIGNATURE DATE 3 /0 - /� l , is • ,r f FOR OFFICIAL USE ONLY APPLICATION # 'j DATE ISSUED MAP/ PARCEL NO. z i . ADDRESS VILLAGE J Y; 5 E y OWNER F r DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r y t DATE CLOSED OUT ?' ASSOCIATION PLAN NO. } Y GREAT DAY = F IMPROVEMENTS, L[ G, 500 MYLES-STANDISH"BLVD.,TAUNTON;'MASSACHUSETTS'02780 Taunton, MA 508-822-1966 Toll Free 888-333-.1966 Fax 508-821-9339 �www.greatdayimprovements.com HOME;IMPROVEMENT CONTRACT MASSACHU'kTTS.REGISTRATION#168862 i DATE: ~ 2014 Page 1: I, we hereby accept your proposal to furnish all labor and material necessary to perform the'following work on the premises of the Owner , located at 'l a > in the City of t M- .r , ' �► State of Mel Zip . ' ,TeIe: i •�1 w �• Customer E-mail address: This contract shall be considered non-cancelable after legal cancellation period has expired: f j y THE WORK_ TO CONSIST OF. �✓, -/,A k y.'" { r 1 "Y . ,. tr. t1 /' ���'` ..� '�" ,f.�' �''� ..�X' fl ..� Jk �...► rat+-.,f^ �yt.�' i r / /� ` gyp Pi k f c d?dI I: rr+frt l 3�✓ �" e.t f+1 1'� .• � Loll � eat P''4 ,Ix'• �C. K � ;f�i � ,�!>��"""" ,, ., ,. Single Glazed AllView nd all non-thermally broken,sunrooms with insulated glass ARE NOT`designe' d to be'heated or air conditioned. Any^ir quiries'about.a contractor or'su&Afractor relating to a registraf on sliould'6e direcfed 'Director:Home Improvement Contractor Registration •One Ashburton Place,Room 1301 Boston,MA 02108 or call(617)727-8598. -go to�Vage 2 .�.j4. //fi�r .�_.: ENE"Q�°Rn- Section 3.2 8YGAWWWF4*MEKTS.UC CAD DRAWING & ENGINEERING REQUEST FORM Date: ZD/ L Number ofPa es: - _ g Note-Submit Entire Completed Job Jacket with this Form t To: to/ Location: �® � � �2 E-Mail: CADReauests a(�patioenclosures.com Contact: -b Fax: 330-908-1123 E-mail: Customer: Job#:- 3 TYPE OF DRAWING [� PERMIT DRAWING ❑ STAMPED DRAWING ❑ SHOP DRAWING ❑ PROPOSAL DRAWING Elevation View ❑ Elevation View Foundation Detail ❑ Elevation View ❑ Foundation Detail ❑ Foundation Detail ❑ Revision ❑ Isometric(3 D) ❑ Revision ❑ Revision ❑ Other _ ---- ❑ Revision Other ❑ Other ❑ Other ❑ Other ❑ Other ❑ Other- ❑ Other_—_,__ Other_ Foundation Information: [ Existing ( 'New ❑ Concrete ❑ Masonry ❑ Wood ❑Other Digital Pictures (Re uired): ( Yes [] No Number of Pictures: ADDITIONAL INFORMATION REQUIRED FOR ENGINEERING Roof Information: (See next page for descriptions and required dimensions) Shed roof type: 07A ❑ B ❑C Gable roof type:yp ❑ D ❑ E ❑ F Local Code Requirements: (see next page for details) Provide basic wind speed,ground snow load,drifting or sliding conditions,and locally enforced roof load. Design Conditions Roof Load Conditions Alternate Design Basic Wind Speed(mph): Drifting Show. I-Yes ❑ No Locally Enforced Ground Snow Load(PSF): Drifting&Sliding Snow:X'�es❑ No Roof load Relevant IRC or IBC Code** pgp4 SAC—Above Eave Gable: ❑Yes ghlo ** See Instructions Section(Section 3.1)for additional information on codes Wall Heights: Hang point height: ► _. Bearing wall(s)height: `7 (B-wall for Single Slope rooms,A&C-walls for Gable rooms) Floor height above grade: . N y __Section 3.2 _ CONFIDENTIAL Revised-7112113- GDI 1 i I o i :Job No.: AIIVieeww � . -ComfortView Branch/Location: [CV7 ]❑VnyDate ouble Pane. [AVI] ❑ Aluminum [CA8] .Salesperson EliteAENCLOSURESr AIIVi BygEAT DAY MOVEMENTS,LLc Installer: ❑ Single Pane '[AAS] ❑ Roof Only [MSC] Apprentice: ❑ Double Pane .[CA5] Customer N�,ne AIIView Screen Enclosure Time Estimate: ❑ AIIView Screen AVS Time Matrix: Address- � _ [ ] 9 ©� ,7- ¢N ❑ Integrated Picket Screen Actual Time: City j �° State Zip (AVS1 BAr�,f � �It MA �}�C.�_!� JUMP&JOB PROGRESS DATE INIT. Home Phone Work Phone(Mr:Mrs.Ms.). BM Approval -(Fl0) d4 k4-/ . OS Approval (F/0) E-Mail � .,_.zC - Phone.-. - LP') Approval -— (FIO) Tj•� w' Ire,^ 1. ank You/Job Entered (CIO) N t :-, S `-. 2 In all (C/o) (, 3 easure/Pre-Construction Mtg. (B) l(p Plot Plan (F/0). - Submit CAD (C/O) - Receive CAD (B) Homeowners Association F/0 W - E ... ---- (E/)—_. 'Submit Permit --- (B) - Z.7 4 Permit Call/Received -. _ _(B) - Breakout (F/0) Breakout Dbl.Check (F/0) c f4, r` 5 Room Units Ordered (B) Room Panels Ordered (F/0) Room Material Ordered (F/0) County: Map Coordinates: tt` •< _ _ Peripheral Material Ordered.. (F/0) GENERAL CONSTRUCTION-REVIEW " r' 6 Room Received (B), PERMITS: Customer None -Room'Staged (�) Type: Buildin Association` Other: 7 24 Hour Call -« (C/O) CAD: es No' -" z 8 Door Bag/Blind Measure (F/0) - Plat of Survey: Enclosed Mail icku None 9 Sales Rep, (CIO) PE Plot Plan/Trip: Yes N ., _ 10 Annual Follow-Upe (C/O) - y ,.Document Key B - Both(Compater&Folder) r MECHANICALS C/0'Computer Only ,. "FolderOnl •, w Electric: PE '.Customer None STAGE PAYMENTS Electric Raceway System: es No' Credit Card: MasterCard '>Visa Discover HVAC: PE - Customer o Finance: No PE Heat Pump: Yes Finance Program,Bank:67�"" Type: Unsecured, SAC90- SAC180- MI5CELLANEOUS _ SAC365 SAC`180Flex SAC 365 Flex Elevation from Grade: 3rd fl-v Down Payment Amt: iG Tear Out.- PE Customer- -r - None r Stage Payments: No Credit Card Haul Away: PE Customer —None $ �w Due Due Due f ,4 ,. �,. $. �. - FOUNDATION F Wood: PE Customer . xis m $ Due - None New < Modi Closed Open SALES NOTES Masonry: PE Customer Existing None �Vla/ r Pad Footing (Rev:4/2012) Page 1 PRODUCT: AIIView AVR ,,AV1 AAS `CA5 -_ AVS ROOF TYPE Foam OSB Existing Wood Co View = CA8 - M.SC, ,; ROOF STYLE:.' in Ie slop Gable ~ PROJECT` Room Porch" Prime Door ROOF THICKNESS:. 6 n er Awning Roof ROOF PANEL COLOR: �� Sandstone AV'Room: Standard Du Hea Duty CEILING COLOR: hi Sandstone I-BEAM COLOR: Sandstone ROOF ONLY: Yes f `;_'T_ a of Posts r :a CENTER I-BEAM: Yes No SCREEN ONLY- Yes (GL-Later?Yes F,. No) i WING PANELS: _ INTEGRATED PICKET RAIL "Yes , -No' ' ` _ r -- - Wing type Foam e,Glass None =t• J ' "f"` ' Total Quantity of Glass Wing Lites Z" _WALL COLOR: UVIlitj Bronze Sandstone f, -Wind Color WH BZ .SS APPROXIMATE WALL HEIGHT: 6.5 Y7 7.5 8_ TING_,OPTION:, POCO Partial Overhang Cutoff) House Fascia Reverse Cantilever ' Dormer POSTS:-Replace? Yes (N?2 Overhang Length Wood. Yes o Q Size: CEILING HEIGHT: AV Utility Yes No Qty Is ceiling fan considered? * Ye No 'y Approximate hang point i BRAKEFORM: ' Deck Ede Nor.• Y'r BEAM: Ride Cross None Full Rim Joist Yes, '(§Lp- Type Wood Lami Other Existing Header Yes Interior color/finish Inside Outside Both - _. .. __ v , Existing.Kneewall Yes FASCIA COLOR: CWhit&j Bronze Sandstone Posts Yes No uantity Other GUTTER: a No Color White Bronze Sandstone DOORS: la S re Gutter Guard Yes No { Total F6igKt of Door M/F � DOWNSPOUTS: Quantity •/ ,to Grade Tie-in Key Lock Yes Unit(s)i Fixed Transom Yes Height SHINGLES: Yes - N' :.. Color/Type Split Transom a No To match as close as ossible- - Yes',,.: No Build Down ' es eight - I Line Up w/existing walk s No GLASS ROOF PANE a No Quantityi Type of Glass:• Tem /Tem ` Temp/Lauri WINDOWS: las (Scree _ Color kite Sandstone Total Hei of Window Fixed Transom Yes < icHei ht GRP LOCATION: Split Transom Yes' ' No C_ Build Down Yes Height-Height— Ta P„a, P HANDLE COLOR: Wh' cK. Sandstone Brass. STORM/HINGE DOOR: 'Yes .- -Type LHardwo6_V Size. Color KNEEWALL: Above,Storm.Door_ Foam Glass None Foam lass' Screen . _Wood. . �Ezistin '*,Other, C Kneewall Hei ht• _. " "Z r! ft tI "°' PRIME DOOR: Size x E Split Glass KW Yes No f' 1,. 'Existing Opening ' " YeV No- Screen,'. Y - No E GLASS TINT:. . _5 . �, ..n.-W Color: -*--,White Bronze Sandstone -CL - = r- BZ - AZ SG500- Glass Tint: Same s room Other: CUCL- -BZ/CL AZ/CL CUSG500 ' BZ/SG500 AZ/SG500• CARPET: Yes wo CUSB70VT BZ/SB70VT AZ/SB70VT Carpet Size Ckrpet Color Page 2 0 STAPLE CONTRACT-AND DIGITAL PHOTO HE E= --- DOOR/WINDOW LAYOUT/STRUCTURAL POST/GRP SKETCH MEASURE PERSON: DATE: r ELECTRIC: YES NO - 2ND-FLOOR: YES NO " WALL: J L14 v?,FLOOR TYPE: HANG POINT: - MEASURE NOTES: J _ The Buyer acknowledges having reviewed and"approved the door/window layout and if applicable the GRP locations, the foundation/deck layout and the electrical layout , contained in this"job jacket". The Buyer also acknowledges being informed the approximate installation timeframe after the permit is obtained is weeks: Buyer Signature(s): • _ MEASURE ?fi GAO®.-F/N j �� � ���#"":��� • ^. r .'� s{ 777 — UVj A;1 Fj".xa'era ^rx, wcrc• L �' ---- p ` Page 3 Job No: ELECTRICAL WORKSHEET Customer Name Subcontractor Address Date Given City State Zip Date Completed Home Phone Work Phone Mr./Mrs./Ms.) ELECTRICAL DONE BY: PE Customer WIRING SYSTEM • LIGHTING Customer Supplied Yes No . PE Internal Raceway, Yes No Coach Light Yes No Qty. Local Wire Mold Yes No Ceiling Fan Yes. No Qty. Conduit - Yes No Interior Light Yes No Qty. Floor Boxes Yes No Other Lighting Yes No- Qty. Foundation T -e Concrete Wood HVAC Wood Kneewall.Boxes, Yes No Heat Pump Yes No Qt . BOXES !- . AC Unit Yes No Qty. Outlet/Box Cover Color White Brown Ivory Heat-Pump Supplied by:. - : =PE Customer Duplex Outlets Yes No Qt . Size or Unit# Switches Yes No Qty. Other HVAC G.F.C.I. Yes No Qty. GENERAL NOTES SERVICE PANEL Dedicated 110 Circuit Yes No Qty. Dedicated 220 Circuit Yes No Qty. Distance to Panel ELECTRICAL LAYOUT SKETCH V. r r .. EP I Electric Raceway Post' 'µ 0C Fan w/ceiling Light ' Duplex Receptacle ' t ' ` S Single-Pole Switch Single Volt Receptacle S z Double-Pole Switch ®wDR Weatherproof Duplex Receptacle S 3 Three-Way Switch Floor Duplex Receptacle r Q Thermostat 0 Exit Light GFI Ground Fault Interrupter _ O - Fan Interior Light ` ° Page 5 y - - fi + , s , , , !! 4 1 _ t f r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 -7 Parcel Application # —20 Health Division Date Issued/_u_ PJ`f Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address C/lGr 4'6_ Village Owner _ Address Telephone � L+ o z l Permit Request '' � �( c.�l�iiIty�� l� l�f 6 ` �,-I c q!� W''� ",W'5 b D r ' �V llJ` v� �1 �` /� 5G6J �e�ir/V�il � l 4� C.9-d_ 10��# .7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed: Total new Zoning District Flood Plain Groundwater Overlay ' Project Valuation U�'' Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documF tation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes VN 0 If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 11-116hiva Name "Im Telephone Number 509 �� Z ti (� Address ��� License # to,v 9 D Home Improvement Contractor# Email Worker's Compensation # �Cti�d 6 ALL CONSTRUCTION DEBRIS RESULTIN FROM THIS PROJECT WILL BE TAKEN TO VW�0& (httup SIGNATURE DATE l �� --- FOR OFFICIAL USE ONLY ;APPLICATION # ,DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS.: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town .of Barnstable Reg�ilAtQ ry Se es • , ► �, •� Richard'P:Scali;.:Diirecior: i `•0 �1lliY• �1VISltia Tom perry,�nilftg Conm*doner 200'Mam gb=t,$yannis;MA-dOl -ww tOwaoa ns"le urd us office:�56s.-g6240'38• Fax: •sos-79o-s23o. Property oNmer Must:. Cc� ple�eigxa;l'� s: Seiax If U-s .AB der. Gar ko,A as: .o jectp3%pez�y here (.A is all matters.relative to work.m it -ed-'bythis bu i g appkation'far **Pi of feuaes and aI.. are:i& gees.p one' of_she lir. ne. Pools P aye gat xo:. �.faded caruiil ze befoz�e feDCe `ns6 and all - twig,,uozas.az ,:pe fori=d.:and c epce3, C S'l HaCLlI Caf' I1CS Signatcue OFApphc= P izit, lame. P it Name 14 cl D Q:FOxms:owN'EV5tMWzotF.00U- �-�7--/4 lei, CAPE CCU INSULATION ®® illG TT$ OUTTUAM IiSS IN,SPRAY FOAM SVSVINDIO IAiif GUTTINS INSULATION CIIlIN03 1-800-696-6611 f Town of Barnstable 3 D Regulatory Services Building Division ;. 200 Main St PU Hyannis, MA 02601 'a w Date: Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Property Owner Property Address Village C�1�trJ�l�.r l7a.e P9 4'la ✓�iL ��,,,� �4.1.✓J�� Insulation lnstalled: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings ( ) (x ) &I Slopes Z" Floors ( ) ( ) ( ) ( ) ( ) Walls ( ) ( ) ( ) ( ) ( ) Ntr�/ Gvpr k F-error rte,d Sincerely )Hr E ssratiorn, sident Insc. i L t ,;TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o��?`� Parcel 00 Application # 0)415 Health Division Date Issued /2-7-/3' tooe Conservation Division Application Fee PlanningDept. G p Permit Fee Date Definitive Plan Approved by PrI in oard Historic - OKH - AppfaleA Preservation / Hyannis Project Street Address Village Owner�,h� �b14-n W146AC--,.e Address` mA 1 � !c Telephone Permit Request S .11 �Su`&_r ra►nc l5 ar �bJ_ e Y\ G Wlly� C Co SI11 -6 �v v' 114e,�S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District t=- a Flood Plain Groundwater Overlay Project Valuation Construction Type R=� Lot Size Grandfathered: ❑Yes -8�No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure ` Historic House: ❑Yes Y�No On Old King's Highway: 5CYes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ''—"— Number of Baths: Full: existing _ new — Half: existing . new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ^� Central Air: ❑Yes ❑ No Fireplaces: Existing) — New Existing wood coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sie *Pool: ❑ existing ❑ new siz Barn: 2 existing 0 ne ri size _ -- Attached garage: ❑ existing ❑ new sizes Shed: ❑ existing. ❑ new siz4kOther: z Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes *No If yes, site plan review # Current Use 7 r- k -t in'l Proposed Use APPLICANT INFORMATION r (BUILDER OR HOMEOWNER) Name (v�� W t cJ�Sdr► Telephone Number 54' Address o"L Say �o License Home Improvement Contractor# Email Worker's Compensation # '�e� 1S ALL CO RUCTION D BRIS RESULT F M THIS PROJECT W L BE TAKEN TO &vkP5 s SIGNATURE DATE L i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:735F8682-FQC1-4BB9-A4D0-805AC46A64E0 SolarCity AMENDMENT Customer Name and Address Installation Location Date Christian Dee 89 Old-Jail Ln 11/27/2015 Barnstable,MA 02630 89 Old Jail Ln Barnstable,MA 02630 Congratulations! Your system design is complete and you are on your way to clean,more affordable energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production will be 7,213 kWh and we estimate that your average first year monthly payments will be$75.13.Over the next 20 years we estimate that your System will produce 137,603 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will never increase more than 2.90%per year. i By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Christian Dee Power Purchase Agreement Amendment Docuftnedd/by: I-Q Signature: F U' I ISolarCit 961D4D628F85452... y Date: 11/77 f?01 5 approved Customer's Name: Signature: , Signature: Lyndon Rive, CEO Date: Date: 11/27/2015 i I 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License MA HIC 168572/EL-1136MR �� Document generated on 11/27/2015 i 1349023 2' ■ J ct OWNER AUTHORIZATION Job ID: �ZCo1;►8�= Location: _Bc� C)0 Sc.i 02630 I as Owner of the subject property hereby authorize SolarCity Corn—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Signature of Owner: _ Date: l . 24 St Mar t:lt Cry,.,Euildir•�g;2 unit I1 Marlborough.MA 01752 t (888) .,Ot. Ci7Y t 508j 460 0318. SOL ARC ITY.COIN, A2 M'LC 7ii.CAC<_LB:9°d0A.CO=C.114i.CT k2063MS,DC WC i!10!4r6,,a HiS ilC�idl-'1.HI CT 79-770, MA HT l6Ssi;.M•^MHiC Ml'kS.Nj BV906I 60o.W1.NY WC,24,e"!I.OR CCR I Srw).R.NA 0?i=.d3.iX Ti iI.`:i0�)6.YlA SO!.i.Ni•a E501 j Version#49.2 �'osolarCity. i September 14, 2015 Project/Job # 0261785 RE: CERTIFICATION LETTER Project: Dee Residence 89 Old Jail Ln Barnstable, MA 02630 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MPi: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19138 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the.existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Digitally signed by Kyle Jackson ON ,n Date:2015.09.1414:54:53-06'00' 0 C CI VVILIL Kyle Jackson, P.E. o No,51873 Professional Engineer T: 888.765.2489,ext. 51520SrpiAt �G email: kjackson@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AC ROC 243111 CAC`-L8 888104.CO CC 8041.CT H:C M, 42778,DC HTO 7 1 1711 4 8 6 CN His 71101488 Hi C1 29770,MA t9C 168572.MD lc1HIC 126949 Ni 13VHC6100600. OR COB 1CAN PA DM43.TX 1DLR 27906.WA(-QL 8-:1 ARC'91707.C 2013 sola,C,All nyhts,esnrvw! 09.14.2015 Version#49.2 ►, `- ;SDlarCit PV System Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Dee Residence AHJ: Barnstable Job Number: 02.61785 Building Code: MA Res. Code, 8th Edition Customer Name: Dee, Christian Based On:1 2009 IBC/IRC Address: 89 Old Jail Ln ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category: II Zip Code 02630 Upgrades Req'd?� No Latitude/ Longitude: 41.700000 -70.310000 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Justin Davis Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19138 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP Sim �r A Y Barnstable Superior • J, DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency 89 Old Jail Lin, Barnstable, MA 02630 Latitude: 41.7, Longitude: -70.31, Exposure Category: C iSTRUCTURE ANALYSIS -LOADING SUMMARYiAND MEMBER CHECK- MP1 Member Properties Summary MPl Horizontal Member Spans Rafter Pro erties Overhang 0.74 ft Actual W 1.50" Roof System Properties San 1 .> 15.75 ft Actual D 11.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A_ 16.88 in.A2 Re-Roof No Span 4 S. 31.64 in.A3 Plywood Sheathing Yes San 5 11 177.98 in.A4 Board Sheathing None Total Rake Span 19.04 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 18.17 ft Wood Grade #2 Rafter Slope _ 300 `' PV 2 Start A�._ R 875 psi Rafter Spacing 24"O.C. PV 2 End F. 135 psi Top Lat Bracing Full PV,3 Start E ., 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLl'Z 1 30.0 psf x 0.7 '1 x 0.47 21.0 psf 14.1 psf Total Load(Governing LC I TL 1 1 33.1 psf 29.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.91 Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.26 11 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 37 si 0.7 ft. 155 psi 0.24 D+S Bending(+ Stress 694 psi '8.6 ft. O* ', 1157 psi 4 0.60 o-,.,D+ S Bending - Stress -9 psi 0.7 ft. -305 psi 0.03 D+S Total Load Deflection 0.44 in. 500 8.6 ft.. A.82 in. 120 0.24 _ D+S ,CALCULATION-OF bESIG N-WIN D�LOADS, _M F1-- Mounting Plane Information Roofing Material Comp Roof PV System;Type_ _ :`;fit SolarCity SleekMoun __ _. - Spanning Vents No Standoff Attachment Hardware . Comp Mount Type C 7-7 Roof Slope 300 Rafter Spacing.. Framing Type Direction Y-Y Rafters Purlin Spacing-'-- X-X.Purlins Only_. ., _ __- _ _ NA—__- Tile Reveal Tile Roofs Only NA Sy -,�,: � � _.. r __ ._ _ _ _._ _ Tile Attachment System' _ _ _Tile Roofs Only_ $s__ '` NA ' Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design,MethodPartially/Fully Enclosed Method_ - __. Basic Wind Speed V 110 mph _ Fig. 6-1 .__ - _ _ Expo s, -e Cat o - � T - C _. Section 6.5.6.3' 9.rY w_. _ .___ . _ _ _ __' .._ Roof Sryle _ r V� _ _ _ Gable Roof _ Fig.6-11B/C/D-14A/B Mean Roof Height Y h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ r KZ _ _ 0.95 _ _M Table 6-3 Topographic Factor_ __. 1.00 __ ___ . Section 6 5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I . 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.88. Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down Pfdownl 21.8 psf FALLOWABLE STANDOFF-SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable,Cantilever _,- - Landscape Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib— _______.—_ 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind,Uplift-at Standoff ___. ._ _ T-actual._ _ __. _ _432 His— _ Uplift Capacity of Standoff T-allow 500 ibs Standoff Demand Ca aci g DCR ` 86.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait _ 48" 65" Max Allowable,Cantilever i_ ___ Portrait _ 17" _ ._ NA Standoff Confi uration Portrait Staggered Max Standoff Tributary,Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf P � Net Wind Uplift at Standoff _ m Tactual. _� 7479 Ibs�.� Uplift Capacity of Standoff T-allow 500 Ibs St ndoff Demand C ac 77,--77 DCR a' 95.70o, /&b. Lo -1 ,� a3� v3ti V8 -Ji k' - ' CERTIFIED PLOT PLAN Tu„i6WeATION Gf SOX 757 .; SCALE . ./ •�=�o' . DATE sue. 8 i yg.z" ST DENNIS, MASS '02641 . PLAN REFERENCE .��?NG. . . .4 r 15 I CERTIFY THAT TFIE, /STin/G.•!rau�vD. .7"!a! SHOWN ON THIS PLAN IS LOCATED ON THE GROUND - AS SHOWN HEREON'.AND THAT,IT CONFORMS TO=THE` ,' ��sT ¢, s# SETBACK,REOUIREMENTS OF THE.TOXIN OF ilHEN CONSTRUCTED. DATE PETITIONER: PE'7Z;iC '' BINS. ET ua( f REGISTERED LAND SURV0 OR 'Y y� AssesWr's map and-lot 'number 1.. ...0..t .... ........... s pf THE Tp� Sewage Permit num er`. .C � ..� �............................ L�ED S TE MUST �A�p g •J IN COMPLIANIV 2 B9BB9TLELE, i House number .! ....... .`Cry. . tc ... ...............: WITH TIDE 5 INVIRONMENTAL CODE AND MAX TOWN OF BAR Ar,IE s BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ..................................r— !..................................................................................... TYPE OF CONSTRUCTION ........�Y. ............................................19........ TO THE INSPECTOR OF BUILDINGS: a The undersigned hereby applies for a permit according to the following information: Location ...................................... --.F?...T ►.l,,... ---^�� r�. .............................................................................................. ProposedUse ..... bvtL.��..:—. u....................................................................................................................................... Zoning District ......... .Z-.............................:...............Fire District .�I'`. .ST 'Q. .................................... n Name of Owner ...�g4te S................Address ......................� � ........ Nameof Builder' ........fS.�.!�?'�`�Q--.....................................:Address .................................................................................... �1 Name of Architect .rn.q..� �.e.... .f�-1!►�e?� ,—.......Address .........© ..�.......................................................... cl�" Number of Rooms '....�uckhm�....G.?kT..0=r.......Foundation .................................:............. Exterior 4.q.v!.... 111��..........................Roofing ....................... Floors .. �arx_j.......... ...........................�.�..........Interior .............................................................................:..... A lit/ !/ { Heatin66r der .....Plumbing oZ � Fireplace ........11'(*r.,5..........0.)............................................Approximate Cost ......14A.�.ru.-q................................. ... ... Definitive Plan Approved by Planning Board --------------------------------19--------. Area `.......... � �!.......S.:...: . Diagram of Lot and Building with Dimensions Fee ... a................. i SUBJECT TO APPROVAL OF BOARD OF HEALTH D 9 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ............................. ...................... 1,3 Robbins, Peter S. A=278-56 No............23757........ Permit for ... .... ... A single family dwelling .......................... ...................W.................. Location .......I....89...Old . . ......... .... ...... .. .... ...... .......Barnstable .................. ...................................................... v Peter S. Robbins Owner .................................................................. Type-6f Construction ...........frame .................... ................................................................................ Plot ............................ Lot ................................ Q. Permit Granted ........ January-14 .......................... 9 82 Date of lnspection_�f._.21 ...................19 Date Completed ............. .19 �0 4L Storage Sheri 'dY 0/d Tailfor Ln- F-{cr f Tay e n Robbins Sao `t ILXZO SHED W17-H 6' Covere-d POLE SHED AT'rAC-4,D TO r?EA2 BLACK ASPHALT AUACHEA 5NED POLE BARN TYPE ' DIRT FLoo2 "arP./sNn SAYM ND DDCR Opp./BN- _Y. vip--w Paon, S'GQEEt .. I JW FT NATURAL PINE 6AARDS SIDE VIEW iS�.16 2Q/ FRONT VIEW �o APP LOCAMo$J StDQAGe SHr-D / (AIOT TG SLALh•� �33 LoT zD 1u+ 1.0 4 A�ru;S O �359/47 L ASK i/ OLD JAIL LAIVE 1 _ Asess@ft offioe (lst floor): (v THE A-s essor S p1( rd 'nd lot nu ber ........2.7.8..Lo.t...��. .....1.n j'B - alth floor): - �'`L 7 2 STEM UST Sewa a Permit number Yi ........................................................ Fj ©g gyppp©© Engineering Department (3rd floor): � d TITLE 5 'oo NAB ��� \0� House number ....................................................8.9.............. . - pp ^^ AA a• ENT ODE APPLICATIONS PROCESSED 8:30 9:30 AM, and 1:00 2:00 P.M. only pF—GULATI®NS TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...........Construc.t..a..Storage...Shed................................................... TYPE OF CONSTRUCTION New ..................................................................................................................................... .......7....M.ay.............................19..8.7- TO THE INSPECTOR OF BUILDINGS:. The undersigned hereby applies for a permit according to the following information: Location #89 Old JAil LAne, Barnstable Mass. 02630 ....................................................................................................................................................................................... Proposed Use .Storage...Shed. ...................... ............................................................................................I......................... ... .... . ZoningDistrict ........................................................................Fire District ....B.aZriS:Gab1.e................................................ Name of Owner Peter S. Robbins .Address ..8.9 Old Jail Lane, Barnstable ...................... Name of Builder Peter S. Robbins Address Same .................. .................................................................................... Nameof Architect ....................................:.............................Address .................................................................................... Numberof Rooms .One..........................................................Foundation ....p.OI. ............................................................. Natural Wood g Asphalt Shingles Exierior ....................................................................................Roofin Floors ........Wood. . Unfinished (wood) .. . .. ......................................................................Interior ............ . ................................................................... Heating None .....Plumbing None ................................................................. Fireplace No .........Approximate Cost ....$.15.0.0...OQ.............ne............................................................ . ................................ . ........ Definitive Plan Approved by Planning Board r______________19________ Area ��........................... .............. IRLC , /p, /Y AQ Diagram of Lot and Building with Dimensions �/ a.X� `M Fee /�.�t ...... F BOARD OF HEALTH `- V SUBJECT TO APPROVAL O �/� Previoully approved by Old Kings Historic See Attached plan and diagram of lot. Building 16 x 20 see p1anjL, i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name.......... . .. ... ....... 1 Construction Supervisor's License 61 ............... ROBBLS , PETER S. IN No '.3.089.1.. Permit for Storage Shed . .. ....... .. .................................... Accessory..:�q... ............. . ........................... ... 89 Location ............ Old Jail Lane.................................................... Barnstable ..................................................................... ......... Owner .........Peter...S......Rob.b.i.n.s............... . .. .... .. .. Type of Construction ....Fr.ame.......................... .... ....... ............................................................................... Plot ............................ Lot ................................ Permit Granted ........... ..unje...22..........19 87 Date of Inspection ....................................19 Date Completed ....... ... ... .................19 AK' ................. 13. MHB FND CTR.REAR ' r m� BARNSTABLE HARBOR Q3 Ce134 4/ d012.1 I91126. 1 2 �tq N / N 7876'40• AGE OF PA IsM //'`�"•CZ'?. t `0/, ROt'PAI s9 9 1.15 7J03 ?y7• s`q��o J w V N 17g 1, N MHB FNO/ 10. m CTR. REAR FOR REGISTRY USE ONLY 'O 25' OWET• 19,7• 4 8 =o (OISPL) LOCUS MAP SCALE 1'. 2083' BARNSTABLE ASSESSORS MAP 279 PCL 55 ASSESSORS MAP 278 PCL 56-1 Q / 3 CURRENT ZONING ZONING DISTRICT: RF-2 4, S� ,p FQ MINIMUM LOT SIZE: 43.560&f. k' SHED Cl MINIMUM LOT FRONTAGE: 20 ft. h = N �0 MINIMUM YARD SETBACKS: FRONT - 30 ft. BANSM=9,[ SHED 4 SIDE/REAR- 15 ft. 34 ion 1-LC 19 44 3� t FLOOD ZONE: C AND ISRECORDtD y ti h NOTES LOT 2A IS BECOME AND REMAIN PART OF LOT 2. 3 LOT 3A IS BECOME AND REMAIN PART OF LOT 3. LOT 4A IS BECOME AND REMAIN PART OF LOT 4. 2�1• a» - - SHED LOCUS LIES WITHIN THE OLD KINC'S HIGHWAY '' W BARN ® y HISTORICAL DISTRICT. / N MAIN STREET/ROUn 6A IS A SCENIC ROAD A ,; UNDER STATE STATUTE. \ n 220, 3 / Y h � / •O / JAN£T N. CAGE N 08 1457 PC 11 S BS03 BARNSTABLE PLANNING BOARD 9so 44'F I.P.FIND APPROVAL UNDER THE SUBDIVISION CONTROL LAW NOT REQUIRED. DATE �O n LOT f �6 a 64,543 sq.ft. Q 1.48 ac: 41 q n o�tp m o n ' nN N NO DETERMINATON AS TO COMPLIANCE N1TH THE ZONING ORDINANCE REQUIREMENTS HAS BEEN MADE OR IS INTENDED S 73J91 3 BY THE ABOVE ENDORSEMENT. 1816;, r h W a �•� 1 RICHARD H. BATES et ex - y, N �® • D&7531 PC 40 `�°�"—'-�3'-"" ..-.x-_w. :�:- -�++--.c^ --•'� s. -.._gym .__. - - .._ �.._._.... _ ._ —(,LOT.I) _ ......__ - 1 CERTIFY THAT THIS PLAN WAS MADE IN O ACCORDANCE WITH REGISTRY OF DEEDS RULES LOT 2 O AND REGULATIONS EFFECTIVE JANUARY 1, 1976. 43,560 sq.ft. - - m n° 1.00 cc. ram N S.N. - 18.2 '4 ARE K x m h (LOT 2C) kr N I.P.FND S 82 ` . un �8237'03"W IVLOT•E- 188.75 /I.P. FND 34.32 N 8237'03' 184.71 0.09 3.775 cc•ft. (.33'INTO ROAD) ARNE H.•GJALA P.L.S. ? .i S 6 O1 S 8336'32' W- 239,0J 3 03 3 4&76 E LOT 3A 3.08 sq.ft. QAti D ATE4 o o N a Oy u S 82Y)4'07'£oc.133.84 hboo .o BARN J O y N 73J9. cp LOT 4 3 /y c 00 . 119.1g y "'� to a 38,425 sq.ft _ N y 4 3• 0.88 oc. SHAPE /N n N n :� rM.AREA LOTS 4&4A a TO HERE m n•o Iv 45,687 sq.ft. "? 2 75• S.N.= 16.9 / 0 6' y / Z• BRB FND I 0 I OWNERS OF RECORD F ASTING 1 1 WELLING ASSESS.MAP/PCL 279/55 ASSESS.MAP/PCL 278/56-1 a N 3 I I BARBARA COLLINS STEENSTRA PETER S.&JAYNE ROBBINS 2 i?il 2885 MAIN STREET(RTE. 6A) P.O.BOX 584 n LOT 3 o N I BARNSTABLE,MA 02630 BARNSTABLE,MA 02630 N b 47,157 sq.ft. 69 h I DEED 8K.11750 PG. 342 DEED SK. 3400 PC. 213 W 1.08 cc. 14 PLAN 8K. 141 PG.61 PLAN 8K. 359 PG. 47 '+ 1 19J 40 I ie S.N. - 18.9 --5. - N SHAPE AREA-43,693".ft. c H N 9Y•g0•03'W- 239.09 m I Z o J O N . ry y- n •Nn p n 2 CAROLYN S. LAIRD t13 1 4 1 � 08 6867 PC 294 Sc BRB FND • 9C�Gs��Ts� W y~ y p N 84 42 29'E(DISPL) I- •c BRA/`�OAO P.FND J PLAN OF LAND IN BARNSTABLE, MASS. off. 508-362-4541 PREPARED FOR I fax 508-362-9880 dorm cape engineering, inc. BARBARA C. STEENSTRA CIVIL ENGINEERS ao o ao so 120 Ft. LAND SURVEYORS 9 SCALE 1'- 40' JANUARY 29, 1999 39 main St. yarmouth, ma 02675 .x JOB# 98-446 k`r DRAWING TO SCALE IF THIS DIMENSION MEASURES 3" 1 k_ � Z CC NQWw (2)3x3GLASS ROOF PANELS(GRP) W/TEMPERED INSULATED GLASS I iLl Ll UILLL EISTIN 6"SUPER FOAM ROOF- L rc 10i 11111 � ca 0p TEMPERED INSULATED GLASS Q WINDOW W/SCREEN OmZ j 1- acg�rn�po Ll cno 0Ll �U 1 � _L Q mwz�aWW� i Z w i 3 � Li I " co I j co `i ._ C� II i L CD- }o aCD o� Z ZT cr) J 4 NEW DECK TEMPERED INSULATED I I i i i i Q Q m o GLASS KNEEWALLS I I I I i I I F_ O Cn a f i i 00 I I I I 1 2 m z J NEW CONCRETE PIER FOOTERS a CJ '44"_ H Z NOTES: ELEVATION-"B"WALL o m 1.ALLVIEW (AVI) ROOM; WHITE IN COLOR 2. CONSTRUCT ENCLOSURE ON NEW DECK BY GDI , a o 3. NO HEAT, PLUMBING, OR ELECTRICAL BY GDI `€` w 4. GUTTERS AND DOWNSPOUTS BY GDI 5.ALL CONCRETE TO BE 3000 PSI MINIMUM DATE U2 zs�s W 6.ALL LUMBER TO BE SPF#2 OR BETTER, PRESSURE TREATED WHERE REQUIRED DRAWN 0 7. ROOM CONSIDERED AS NON-CONDITIONED SPACE, EXEMPT FROM ENERGY ? lc f ✓ 1 ' ;lIF SCALE vNc co REQUIREMENTS (PER 2012 IRC SECTION N1101.6, NOTE 2) 1/4 r-0" 1IIy�tt�„„�`e `{ �g�y SHEET I�Y� PVS741U jO N(M01 IOF4 r i +: DRAWING TO SCALE IF THIS DIMENSION MEASURES Y cn Lu cr � w Ocf) g �O _ U �Lu -L'L ; I ! I TEMPERED INSULATED GLASS I ! DOOR W/SCREEN TEMPERED INSULATED TEMPERED INSULATED o GLASS WINGS GLASS WINGS - -�- m CD = N LI co ..LJ-L_- -- z = ca Z 0 - EXISTING -- - --� EXISTING 0 W z w Q O Q N Q m N Q op S TEMPERED INSULATED GLASS, TEMPERED INSULATED GLASS ( J w 0 Z o a WINDOW W/SCREEN WINDOW WI SCREENS g .__._.�._-_L O } Q z w C o 66 66" _f._IJ L 6a -"; TEMPERED INSULATED TEMPERED INSULATED GLASS KNEEWALL GLASS KNEEWALLS � - 4 / 18" 18" / 4 CD w 0 -Jilt M 1 , w to 0 � wc% -----------------7r------ CD 3: -' ! _l - M NEW DECK NEW DECK--------- ECK I � ' I I I I I I I I J 4t i EXISTING DECK I I I i I I I i ¢ _j H o I I I I I I I I � a I I I I I I I I co a U m o L_J L J NEW CONCRETE NEW CONCRETE L J L_J a PIER FOOTERS PIER FOOTERS 168" 168" - z Z ELEVATION-"A"WALL ELEVATION-"C"WALL o Y Q o a w � LL DATE 0 02-25-16 w a DRAWN a VNG SCALE Z 1/4"=V-0" SHEET 2OF4 • DRAWING TO SCALE IF THIS DIMENSION MEASURES 3" W 1cr 0cn li NEW 2xl0 LEDGER BOARD W/1/2" DIA.LAG SCREWS J W/1-1/2"MIN.THREAD ENGAGEMENT INTO EXISTING U STRUCTURE @ 16"C/C STAGGERED-ADD AS REQUIRED z EXISTINGr: NEW SIMPSON HUC210-2 CONCEALED 0 E FLANGE JOIST HANGERS SUBFLOOR/DECKING X TYPICAL @ EACH END OF DBL 2x10 o w I 2x10 JOISTS DBL.2x10 RIM JOIST ui @ 16"C/C i S NEW SIMPSON LUS210 JOIST HANGERS co 0 i T 84" TYPICAL @ EACH END SIMPSON LUS210 z = N 0 JOIST HANGERS Z O Cl c O H Q rn a N SIMPSON BCS � z W G 2-2/4 POST CAP U m z� m NEW 2x10 JOISTS @ 16"C/C 44 SUPPORT POST 0 OO co 0 168" E t P SIMPSON PB44 N N POST BASE o 0 Lo U D GRADE _ z w NEW DBL.2x10 RIM JOIST K 84" CONCRETE a PIER FOOTER 0 A NEW 44 POST ON 12"DIA.x 48"DEEP 48" j W coMp o CONCRETE PIER FOOTER(TOTAL OF 5) / p 72" 72" \% ° \� Z 0 m m �. \\�% Q _jQp 0 F- O j o 144" SEE PLAN co of a 2 D 0 U m o DECK PLAN SECTION A-A SCALE:1/4"=1'-0" SCALE:1/2"=1'-0" z w • � o d — a M } Qui o ui u`S Q' LD 0 DATE 02-25-16 w a DRAWN VNG ti SCALE Z AS NOTED SHEET N 30F4 3/8"DIA.LAG SCREWS SPACED @ DRAWING TO SCALE IF THIS DIMENSION MEASURES 3" 16"C/C PROVIDE MIN.1-1/2"THREAD ENGAGEMENT FLOOR EXPANDER, 2.5"ANGLE BRACKET (2)#8 X 1"TEK SCREWS (3)#10 X 3/4"TEK SCREWS PER SIDE ) INTO EXISTING STRUCTURAL FRAMING ,' AV GANGING [1-2056] [8 2108A ATTACHING POST TO SILL ATTACHING BRACKET TO MASTER FRAME JAMB(1-0103B] (ADD BLOCKING AS REQUIRED) POST [1-20821 E.R.WALL POST ANCHORING NOTES: MASTER FRAME JAMB BOTH SIDES ANCHORING NOTES: MASTER FRAME POST CAP[1-20511 3/8"DIA.ANCHOR BOLTS- 3/8"DIA.ANCHOR BOLTS- [1-0103B1 #10 X 2'WOOD SCREWS AT TOP, ` o MASTER FRAME W JAMB[1-0103B] 5. JAMB[1-01036j (2)#8 X I-TEK SCREWS 3-1l2"LONG LAG SCREWS 3-112"LONG LAG MASTER FRAME BOTTOM,1/3rd UP&1/3rd DOWN , ATTACHING POST TO SILL INTO WOOD; SCREWS INTO WOOD; JAMB[R FRAME ' 1 2'WALL EXPANDER 1-0203 BOTH SIDES 3"LONG POWERS WEDGE BOLT 3"LONG POWERS WEDGEBOLT I 1 MASTER FRAME INTO CONCRETE INTO CONCRETE #8 X 1/2"TEK SCREWS AT TOP, O U) JAMB[1-0103B] BOTTOM,1/3rd UP&1/3rd DOWN ' -O �' / AV-SD CORNER j,, � �J � POST [1-2077] AV-CORNER POST Z t #8 X 1/2"TEK SCREWS AT j W ANCHORING NOTES. COVER[1-2081] FLOOR EXPANDER 3/8"DIA.ANCHOR BOLTS- TOP,BOTTOM,1/3rd UP [1-2056] % 3-1/2"LONG LAG SCREWS &1/3rd DOWN FLOOR EXPANDER AV WALL POST SUPPORT #8 X 1"TEK SCREWS AT TOP,BOTTOM, 1/3rd UP,&113rd DOWN. #8 X 1/2"TEK SCREWS AT FLOOR EXPANDER[1-2056] INTO WOOD; [1-20561 BRACKET[1-2053) I 2x6 3"LONG POWERS WEDGE BOLT FLOOR EXPANDER AV E.R.WALL POST TOP,BOTTOM,1/3rd UP INTO CONCRETE. [1-2056] 1-2049 #8 X 1"TEK SCREWS AT TOP, (6)#10 X 314"TEK SCREWS &1/3rd DOWN MASTER FRAME JAMB[t 01036] AV GANGING POST w [ ] BOTTOM,1/3rd UP,&1/3rd DOWN. PER ANGLE BRACKET [1-2082] w �1 PLAN VIEW OF MASTER FRAME JAMBS o w 2 PLAN VIEW OF MASTER FRAME JAMBS 3 PLAN VIEW OF MASTER FRAME JAMBS rPLAN VIEW OF MASTER FRAME JAMB J 4 CONNECTION @GANGING POST 4 CONNECTION @ AV E.R.WALL POST 4 CONNECTION @ CORNER POST 4 CONNECTION @ EXISTING WALL z co = co N z O v' C) 0 ¢ � < TEMPERED INSULATED GLASS 1/4-20 X 8"HWH"BLAZER"SD5 TEK U) z w GLAZING STOP MASTER FRAME SCREWS WITH WASHERS @ 36"C/C ¢ m z N m [2-2005] SILL[1-0102B] co #8 X 1/2"TEK SCREWS EACH #8 X 1/2"TEK SCREWS O o AV 1-CITE FEMALE[1-2087Aj @ 2 AT SAME SIDE OF J O w Z o a #8 X 1/2"TEK SCREWS #8 X 1/2"TEK SCREWS GANGING ON EACH SIDE ( ) 0 � _ (2)@ EACH GANGING SEE DECK DETAILS FOR (2)@ EACH GANGING SEE DECK DETAILS FOR FRONT&BACK I-BEAM INTO AV HEADER ARM H W ON EACH SIDE ADDITIONAL IN F ON EACH SIDE ADDITIONAL INFO. 6"SUPER FOAM ROOF PANEL o z FRONT&BACK SILICONE SEALANT FLOOR EXPANDER FLOOR EXPANDER #8X1/2"TEK SCREWS [1-2056] [1-2056] (2)AT EACH I-BEAM (TOP&BOTTOM) o FLASHING ;' w FL ASHING J, w f ` l a #10 X 2"LONG WOOD �� w 1 ; f 6"FASCIA AV HEADER ARM i I SCREWS,STAGGER SCREWS )// @ 16'C/C ALONG FLOOR (1-0240) (1-0214) W �IO O EXPANDER BETWEEN #8 X 1/2"TEK SCREWS p co $ UNIT GANGINGS (2)AT EACH I-BEAM } Q O Z #10 X 2"LONG WOOD SCREWS, (1)AT EACH END OF Y STAGGER SCREWS @ 16"C/C 12"OVERHANG(MAX) HEADER SUPPORT U J M ALONG FLOOR EXPANDER AV HEADER Z Q LLI c o BETWEEN UNIT GANGINGS �6�SECTION THROUGH MASTER FRAME #10 X 2"TEK SCREWS SUPPORT[t-2079] °� --� J *k X 4 co co SILL CONNECTION @ DECK AT EACH END&18'C/C MASTER FRAME Q _j Q 0 5 SECTION THROUGH GLASS KNEEWALUDEAD LITE FLASHING HEAD[1-0101C] H O U)HANGER TAB[1-0209) j SQ m Z 4 CONNECTION @ DECK SILICONE SEALANT /�i '/ I= °O (a)#8 x 1/2°TEK SCREWS,(2)INTO ' 7 SECTION THROUGH MASTER FRAME HEAD&HEADER U m o I-BEAM CONNECTING PANELS ASSEMBLY CONNECTION @ 6"SUPER FOAM ROOF TEMPERED BOTH SIDES;TOP&BOTTOM INSULATED GLASS---, j, w 5/8"X 5/8"ANGLE m MASTER FRAME AACA WING #8 X 1/2"TEK SCREWS SILL[1-0102B] co o' HORIZONTAL[1-2073] @18"C/C #8 X 1/2"TEK SCREWS 6'SUPER FOAM ROOF PANEL r / / ✓ r AV"H"SUPPORT AV 1-LITE MALE#8 X 2"TEK SCREWS @ [1-2086A] 6"PANEL HANGER[1-0236] ` w � [1-2080A] 18'C/C ALONG AV"H"SUPPORT TEMPERED w o GLAZING STOP INSULATED GLASS DATE ' MASTER FRAME 3/8"DIA.LAG SCREWS AT 16"C/C,W/MIN.1-1/2"THREAD w 2-2005 02-25 16 w [ l ENGAGEMENT IN EXISTING STRUCTURAL FRAMING a HEAD[1-0101C] o DRAWN s a VNG co10 SECTION THROUGH 6"SUPER FOAM ROOF&PANEL co 9 SECTION THROUGH MASTER FRAME SILL SCALE Z SECTION THROUGH MASTER FRAME HEAD 4 CONNECTION @ GLASS KNEEWALL 4 HANGER ASSEMBLY CONNECTION @ EXISTING HOUSE -0" o 4 CONNECTION @ GLASS WING SHEET 40F4 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING`OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY R V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT - _ _ _ ti NEMA 3R, RAINTIGHT PV1 COVER SHEET I PV2 SITE PLAN PV3 SITE PLAN i QA PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN 168572 1. ALL WORK SHALL COMPLY WITH THE 2009 IBC PV7 ELEVATION # AND 2009 IRC. + PV8 RENDERING ELEC 1136 MR 2. ALL ELECTRICAL WORK SHALL COMPLY WITH Cutsheets Attached THE 2014 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A JD 10/22 SolarEdge Inverter * * * * UTILITY: NSTAR Electric (Commonwealth Electric) * * * * I zllB\ CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER. PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0261785 �� A DEE, CHRISTIAN DEE RESIDENCE Justin Davis So�arCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .. NOR SHALL IT BE DISCLOSED IN WHOLE OM Type 89 OLD JAIL LN 7.83 KW PV ARRAY ��, y. PART TO OTHERS OUTSIDE THE RECIPIEN BARNSTABLE, MA 02630 ORGANIZATION, EXCEPT IN CONNECTION W TMK OWNER. THE SALE AND USE OF THE RESPECTIVE CS _ ARM: * 24 St Martin Drive,Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRI PAGE NAME: SHEET: REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. T: SOLO)s38-105— F: (650) .Warci y. S A— SNR2 r COVER SHEET PV 1 b 11/23/2015 (BM)—saL—CITY(ass-24ss) .�n..solerclty.�om 0 00 a (E)DRIVEW p =3 + 94' Front of House 19'-1' - - - - - I_I_I L—I—� T—L r I_65 (E) House 36' 6 — 'p —_ I _ 6'— ' I_ � ^ i LACJ _ A� PROPERTY PLAN ti Inv © O Scale: 1" = 30'-0" 01' 30' 60' S F J B-0261785 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE DEE, CHRISTIAN DEE RESIDENCE Justin Davis SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 89 OLD—JAIL LN 7.83 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02630 ORGTHE�SALEnAND USES OF CEPT ITHE CONNECTION RESPECTIVEWTM 29 AU 0 tronics PM060M00_270W ' 24 St. Martin Drive,Building 2 Unit 11 p � PAGE NAME SHEET:� REV: DATE Marlborou�,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE600OA—USOOOSNR2 SITE PLAN PV 2 b 11/23/2015 (BBB)—SOL-Cm(765-2489) www.solarcity.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:232 ARRAY AZIMUTH: 232 ; . MATERIAL: Comp Shingle STORY: 2 Stories 00. . co _ - o A a (E)DRIVEW C JASON WIL IAM o TOMAN 0 STRUCTURAL Cn No.51554 A�O,cGjSTSE' AL � /25/2015 Digitally signed by Jason Toman 94 Date:2015.11.25 18:03:28-07'00' LEGEND Front of House (E) UTILITY METER & WARNING LABEL inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS G DISTRIBUTION PANEL & LABELS rn ' Lc(E) House LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER 3 A � Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR — GATE/FENCE O HEAT PRODUCING VENTS ARE RED r,_-i r--T-- �� INTERIOR EQUIPMENT IS DASHED AC OI L—J I \ D AC -- SITE PLAN ti Inv © OM Scale: 3/32" = 1' 01, 10, 21' S F CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0261785 00 DEE, �c`4s CHRISTIAN DEE RESIDENCE Justin Davis . � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �,,� r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 89 OLD—JAIL LN 7.83 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S I ',`S®���.Clt ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02630 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060MOO-27OW 1 24 St. Martin Drive,Building 2, Unit 11 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: L PAGE NAME SHEET: REV DATE: T.. (650)6bB-1028 F:borou , A(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-US0OOSNR2 SITE PLAN PV 3 b 11/23/2015 (Bea)—SOL-CITY(765-2489) www.solarcity.com S1 7/12 PITCH 4" BETWEEN ,s-s" , ROOF DECK AND (E) LBW JAS014WIL [AM ARRAY A SIDE VIEW OF MP1 NTS ZF TO 0 STRUCTURAL cn MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTIL EVER NOTES 1 ,Q No.61554 LANDSCAPE 72" 24" STAGGERED GIST�P'�r � PORTRAIT 48" 17" E�'�'fp1�� RAFTER 2X12 @ 24"OC ROOF AZI 232 PITCH 30 STORIES:2 !•1L /25/2015 ARRAY AZI 232 PITCH 30 C.J. 2x8 @24"OC Comp Shingle " PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS , LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT-HOLE WITH (4) (2) POLYURETHANE SEALANT. ZEP COMP MOUNT C - _ ZEP FLASHING C (3) G(3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (2 )E ROOF DECKING (5) INSTALL LAG BOLT WITH . 5/16" DIA STAINLESS (5) SEALING WASHER. ` STEEL,LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH 6 WITH SEALING WASHER BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF - - CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER J B-0 2 617 8 5 00 PREMISE OWNER- DESCRIPTION: DESIGN: -CONTAINED SHALL NOT BE USED FOR THE DEE, CHRISTIAN DEE RESIDENCE Justin Davis BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,SolarCit1® I'4� ►89 OLD—JAIL LN NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 7.83 KW PV ARRAY Ilk PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES BARNSTABLE ORGANIZATION, EXCEPT IN CONNECTION WITH , MA 02630 24 St Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) AU OptrOnics # PM060M00-27OW SHEET- REV.. DATE; Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. Mom ' SOLAREDGE SE6000A—US000SNR2 STRUCTURAL VIEWS P 4 11/23/2015 (eBe�soL-an(76s-2469) .�..r.8alaraity.aan, i UPLIFT CALCULATIONS _ SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0 2 617 8 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: \S' . CONTAINED SHALL NOT E USED FOR THE DEE, CHRISTIAN DEE RESIDENCE Justin Davis �_ A ®I�rC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN COrp Mount T C C 89 OLD—JAIL LN 7.83 KW PV ARRAY ��� • PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES �' BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH � 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060M00_27OW SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV.. DATE T.- (650)638 Marlborough, F:A(61752 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE sE600oa—us000sNR2 UPLIFT CALCULATIONS PV 5 b 11/23/2015 (888)—SOL—CITY(765-2489) www.solarcity.corn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO E GROUND ROD Panel Number:B40-40 BFN Inv 1: DC Ungrounded GEN #168572 ( ) # ( ) Meter Number: Tie-In: Supply Side Connection INV 1 -(1)SOLAREDGE#SE6000A-USOOOSNR� LABEL: A -(29)AU Optronics A PM060M00_270W ELEC 1136 MR AT PANEL WITH IRREVERSIBLE CRIMP 2287350 pp y Inverter; 60 0W, 240V, 97.59a w Unlfed Disco and ZB,RGM,AFCI PV Module; OW, 243.1 PTC, MC4, 40mm,BlackonBlack, ZEP, 1000V, 50P Underground Service Entrance INV 2 Voc: 3 . 8 INV 3 Isc' AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL B E� 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect - 200A 2P 4 3 SOLAREDGE 1 Dot / A 35A SE6000A-USOOOSNR2 DC_ MP1: 1x15 A 210v ------------------ ------------ EGC-------------- ----� L1 r-- B - L2 DC+ N DC- I 2 , (E) LOADS GND -------------------- --------- --- -EGC/ ---� DC+ MP 1x14 F GEC N DG G r-- -- ---- --- ----------------- --------- -J GND EGC ---- ----------------- ♦J I N I (1)Conduit Kit; 31e EMT -J o EGC/GEC_ z Zt5 l I I �- GEC---+ TO 120/240V l I SINGLE PHASE I UTILITY SERVICE I , Al T , - Voc* = MAX VOC AT MIN TEMP Poj (2)ILSCO !IPC 4/0-#6 A (1)CUTLER-HAMMER DG222NR8 /fj Pv (29)SPowerBGE pt r,N30OW, D� Insulation Piercing Connector; Main 4/0-4, Top 6-14 Disconnect; 60A, 24OVac,Fusible, NEMA 3R /-1 PowerBox ptimizer, 300W, H4, DC to DC, ZEP S -(I)CUTLER- AMMER DG1OON6 SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground�Neutral it; 6D-100A, General Duty(DG) nd (1)AWG �6, Solid Bare Capper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(I)CUTLER-HAMMER #DS16FK -Class R Fuse Kit (1)Ground Rod; 5/8' x B', Copper (2)Fu AZ SAA2MUT#TR35RK5 PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL { ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #6, THWN-2, Black 1 AWG#8, THWN-2, Black (2)AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC ® (1)AWG#6, THWN-2, Red O Ic?H(1)AWG#B, THWN-2, Red O (1)AWG g6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.42 ADC (1)AWG$6, THWN-2,White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG g10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC �. (1)Conduit Kit; 3/4'_EMT . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .-(1)AWG g6,.Sapid Bare_Copper. GEC• , , ,-(1).Conduit.Kit 3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG�8,.T}IWN-2,.Green . , EGC/GEC-0)Conduit.Kit;;3/47,EMT. . . _ , , . _ . . (Y)AWG #10, PV Wire. 600V, Black Voc* =500 VDC Isc =15 ADC O Cj)qonoqit 1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.66 ADC Kit;.3/4' EMT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J B-0 2 617 8 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: ��� CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER CONTAINED SHALL NOT BE USED FOR THE DEE, CHRISTIAN DEE RESIDENCE Justin Davis � , ��a�C■�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 89 OLD-JAIL LN 7.83 KW PV ARRAY : ,S PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060MOO-27OW SHEET; REV DATE; Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER ISOLAREDGE SE6000A-USOOOSNR2 THREE LINE DIAGRAM 11/23/2015 (BBB)-SOL-CITY(765-2489) www.solarcitycom i" E CONFIDENTIAL — THE INFORMATION,HEREIN JOB NUMBER: J B-0 2 617 8 5 00 PREMISE OWNER: f DESCRIPTION: DESIGN: ■ CONTAINED SHALL NOT E USED FOR THE DEE, CHRISTIAN DEE RESIDENCE Justin Davis —� . SolarC�t� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .i �••,: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 89 OLD-JAIL LN 7.83 KW PV ARRAY ►r PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES B A R N S TAB LE M A 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060M00_270W PACE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE600OA—USOOOSNR2 ELEVATION PV 7 b 11/23/2015 (BBB)—SOL—CITY(765-2489) www.solarcitycom P P r • CONFIDENTIAL THE INFORMATION HEREIN J B-0 2 617 8 5 00 PREMISE OWNER: DESCRIPTION: DESIGN: - JOB NUMBER: �e`ts ■ CONTAINED SHALL NOT BE USED FOR THE DEE, CHRISTIAN DEE RESIDENCE Justin Davis � SO�afC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 89 OLD-JAIL LN . 7.83 KW PV ARRAY lk PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) AU OptFonics # PM060MOO_27OW SHEEE REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)63871028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: P V 8 b 11 23 2015 . (868)-SOL-CITY(765-2489) www.solarcity,coro SOLAREDGE SE6000A—USOOOSNR2 RENDERING � •o0-,�fo�c Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) a (DC) (INV) Per Code: _ Per Code: Per Code: NEC 690.31.G.3 00 0 0 ° •. ° NEC 690.17.E , e ®o ° ° o- NEC 690.35(F) Label Location:- TO BE USED WHEN (DC) INV o•o ° - o -o ° o • e INVERTER IS D O� Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: - o 0 0 • -o Cop (POI) -o - (DC) (INV) o 0 0 ° Per Code: eg lu o 9• Per Code: • • •-o °o 0 o NEC 690.17.4; NEC 690.54 ° NEC 690.53 ' q • o o- •o ° :o 0 Label Location: rl (DC) (INV) Per Code: NEC 690.5(C) Label Location: (POI) -o o ° • e e Per Code: 00 0 .o -o NEC 690.64.B.4 - o 0 0 Label Location: o (DC)(CB) wftmk, Per Code: Label Location: e o� e NEC 690.17(4). ) (D) (POI) ° Per Code: 0 0 0 NEC 690.64.B.4 0 0 Label Location: (POI) e Per Code: Label Location: ° e NEC 690.64.B.7 o . . o 0 0 - o (AC):AC Disconnect (AC) (POI) � D O�C Per Code: (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect �u Gl (AC)(POI) (LC): Load Center Ir Per.Code: (M): Utility Meter HW NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR %,Ir v OF 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC—NOR NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN MOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set �.r►• T:(65O)638-1028 F:(65O)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� solalcit ° (888)-SOL-CIfY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. i ��t :,;` ' , z-Level PV Mounting Technology ��$OlafClty I ZepSOlar Next-Level PV Mounting Technology '=�$OlafClty I Zep Solar Net g gy Components Zep System � 1 i for composition shingle roofs *< �- Up roof Leveling Foot r Grouts Zep Interlock (Key, 0)- Part No.850-1172 Leveling Pont -- - ETL listed to UL 467 �. 1 Zep Compatible PV Module - _ � ZeP Grove --ram• Root Attachment - ,✓v7`' -- .ter_'" Co Mount -� Arta kits p - r m s • V Part No.850-1382 - L 2582 Listed to U Mounting Block Listed to UL 2703 cQMp A>i e�� Description - �, • PV mounting,solution for composition shingle roofs - m, a Works with all Zep Compatible Modules °°ntPaT Auto bonding UL-listed hardware creates structural and electrical bond ' • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip U� LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards 4' • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • 9 Zepwire management products listed to UL 1565 for wire positioning devices 9 P P 9 • Attachment method UL listed to UL 2582 for Wind Driven Rain i Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A - Date last exported: November 13,2015 2:23 PM . n� so I a r - =o -. so I a r=qq SolarEdge Power Optimizer l�Il Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer O - P300 P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P350 / P400 o INPUT- Rated Input DC Power'.........................................................300..............._......350.......................400.......... ....W...... Absolute Maximum Input Voltage(voc at lowest temperature) 48 -60 80 Vdc ............................................................................ ................................................................... ............. MPPT Operating Range 8-48 8-60 8-80 Vdc ...:.......................................................................................................................................................... ............. Maximum Short Circuit Current(Isc) 10 Adc 'nuRun' Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % ^•,, Weighted Efficiency .... ..... .. .... ...98.8 .. ...%. ....... ...................... ................... ..... .. .. ....... Overvoltage Category II - OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum OutPu[Current ...., 15 ,•„•..... .... ...... Adc.... - - Maximum Output Voltage 60 Vdc a Q OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) 1 Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE -- �!N_� y ' EMC FCC Part15 Class B,IEC61000 6 2,IEC61000 6 3 ......... ...... ....... ..... ........... .. ..... .. • ! Safety .. IEC62309 1(class 11 safety), ....... .. ....... .. ......... ......... .. RoHS Yes .� _.. INSTALLATION SPECIFICATIONS ' Maximum Allowed System Voltage............................. ........................................1000 •...•.........•.............. ,Vdc.... Dimensions(WxLx H)- 141x212 x40.5/5SSx8.34z 1.59 mm/in • Weight(including cables) 950/2.1 gr/Ib Input Connector MC4/Amphenol/Tyco Output Wue Type/Connector Double Insulated,Amphenol ..................... ... ....................................................... .. ........... .. Output Wlre Length ........ ........ ....................95/3.0 .....I..................... 1 2/,3.9 •.m.%ft Operating Temperature Rana .....I....... 40 85/40 +185 ........•....•...... • '4 ' Protection Rating: IP65/NEMA4 Relative Humidity 0 100 % �'Rated Sr[power of tie motlule MadWc of u0roa5%Dowertolerance olloweE III PV SYSTEM DESIGN USING A SOLAREDGIE SINGLE PHASE THREE PHASE THREE PHASE i INVERTER 208V 490V - PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 ... ........... ......... .. .............. - Up to 25%more energy Maximum String Length(Power Optimizers)I.. 25 25 50 Maximum Power.per String 5250 6000 12750 W ( - Superior efficiency(99.5%) _ ..................... ....... ..................................... ...................................................................................... - Parallel Strings of Different Lengths or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading '""'""""""' "'"' "'-"""""""""-""" ""' ' '•"""' """" """""""" "" "" """""' ' ••• • •• '. { - Flexible system design for maximum space utilization l - Fast installation with a single bolt - Next generation maintenance with module-level monitoring 1 - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA,- ISRAEL - AUSTRALIA www.solaredge.us GreenTriplex PM060M00 (260 - 270wP) GreenTriplex Electrical Data Dimensions min[inch] PM060MOO Typ.Nominal Power PN 260 W 265 W 270 W P tintview 983 Bigntview 40 (38.70) [1.571 Typ.Module Efficiency 16.1% 16.4% 16.8% Typ.Nominal Voltage Vmp M 30.8 31.3 31.8 Typ.Nominal Current Imp(A) 8.45 8.48 8.50 Mono-Crystalline- Typ.Open CircuitVoltageVoc(V) 38.0 38.2 38.5 Photovoltaic Module Typ.Short Circuit Current Isc(A) 8.96 8.98 9.01 Maximum Tolerance of PN 0/+3% 1639 (64sz) •Above data are the effecdve measurement at Standard Test Conditions(STC) •S-rC:imdianc,I OOO W/m',spectral dist ibuLion AM 1.5,temperature 25 t 2'C,in accordance with EN 60904.3 0 •The given electrical data are nominal values which account for basic measurements and manufacturing tolerances of I M with the Power Range exception of P".The clzssmcauons is performed according to P. !♦®�s �+�.r r r'' s,. - 260-270 W p •27OW modules wi11 be available from Q2 2014 - *' � Temperature.Coefficient + NOCT 46 t 2'C 'ems ..,,,.m ''-' 4`= -• f��;� .. Typ.Temperature Coefficient of PN 0.44%/K 928, Highly Strengthened Design Backview [36s9] Typ.Temperature Coefficient of Voc -0.30%/K (oiaante be wean wo Momnnng Poles) Module complies with advanced loading tests to ..................-- - meet 2400 Pa loading requirements Temperature Coefficient of Isc - 0.06%/K e n Bo [i.a j ... «..'^ T: 328 Junmo • • 4 •NOC Normal Operation CellTemperacure,measuring conditions:mradiance 800 W/m=,AM 1.5,air temperature 20"C,wind speed I m/s [12.911 - 4S` ✓�"'`+ « - - Mechanical Characteristics [is7J IP-67 Rated Junction Box .��� O• ter-""F - t+ Dimensions(L x W x H) 1639 x 983 x 40 mm(64.53 x 38.70 x 1.57 in) L Advanced water and dustproof level 1200 35 Weight 19.Skg(43 Ibs) [47.241 p.38] 4 °If 0�y1,0 F { �� _ _ „ gtransparent- g1 (tempered), ( ) 138.70] F n n c s secuo� Front Glass High solar ass3.2 min 0.13 in Cell 60 monocrysralline solar cells,156 x 156 mm(6"x 6") ------.... r + Integrated Racking Solution M-ming Cell Encapsulation EVA Simplifies installation process andreduces labor - - (_) (+) costs14desxa G''rk �jka' Back Sheet Composite film(Black) tfi rf"� *.. • Frame Anodized aluminum frame(Black) Junction Box IP-67 rated with 3 bypass diodes - `„•a,•r��."'°,y w'*' '`.,J+"�rr"` r'in; ng Connector Type&Cables MC KST4/KBT4:1 x 4 mm'(0.04 x 0.16 in'),Length:each 1.2 m(47.24 in). H�x4 `OMPAT' - INcurve vs diff.irradiance 1-V Curve �t "' ' Operating Conditions 9.0 PV CYCLE �< .a� 'k�..4. ""d*J"aa•";rw�'"r"r:.. , - .o �0 '... - 80 1000 W/m= _ i - - - 4� Operating Temperature 40-+85`C Z0 800W/m= Ambient Temperature Range -40-+45°C < b.o <_. Max.System Voltage UL I000v S s'0 "� `„�`~ "` •��- Serial Fuse Rating I S A 3 0 400 W/m= - F Maximum Surface Load Capacity Tested up to 2400 Pa according to UL1703 2.0 1.0 - '_-1 h r - '.X., E , Warranties and Certifications � 0.00 5 10 is 20 25 30 35 -40 - ° - Voltage M +" Product Warranty Maximum 10 years for material and workmanship Currendvoltage characteristics with dependence on irradiance and module temperature. Performance Guarantee .Guaranteed output of 90%for 10 years and 80%for 25 years Certifications According to UL 1703 guidelines,Fire Rating Type 2*2 I -I:Please refer to warranty letter for dera I y2:Please confirm other cercifiwuons with official dealers Packing configuration -' g + Container 0'G 0'G H Pieces per pallet 26 26 26 Pallets per container 6 14 28 Pieces per container 156 364 728 Dealer Stamp AU Optronics Corporation - No.I,Li-Hsin Rd.2,Hsinchu Science Park,Hsinchu 30078,Taiwan ._ BenQ Tel:+886-3-500-8899 E-mail:BenQSolar@auo.com www.BenQSolar.com . BenQ Solar BenQ Solar is a division of AU Optronies Thu damsheec a printed with soy Ink Solar m Copyright May 2013 Au Optrr,..ia enrp.Aa Hghn reter.•ed.lnfti-d-may change win -ntidte c a ' 0 0 P Ko $Q I a�'' Single Phase Inverters for North America s oa rMo -�' � I SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A US/SE10000A-US/SE11400A US , F7 _ SE3000A-US SE3800A-US I SE5000A-US SE6000A-US SE760OA-US SE1000OA-US SE11400A-Us - II J� :OUTPUT Single f 9980 @ 208V SolarEdge S I n g I e Phase Inverters 'Q C 5 - Nominal AC Power Output 3000 3800 5000 6000 7600 10000.@240V 11400 VA M L _ 5400 @ 208V 10800 @ 208V Max AC Power Output 3300 4150 6000 8350 120,00 VA For North America i� .. .. ....... . ......... 545o.�z4oy.................. .................�o95o�z4D�.. .... AC Output Voltage Min.Nom:Max.l'I .- - 183-208 229 Vac - - - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ..Outp.... ......Min.No .Ma.... ................ .........:....... ............................. ................ . .............. ............................. AC Output Voltage Min:Nom:Max:I'I � � � 11 1/ � SE760OA-US/SE10000A-US/SE1140OA-US 211-240-264Vat ........................................... ................ ................................................ .............................. ... ............................. AC Frequency Min..Nom:Max.I'I ..,,..:_59.3 60;60;5(with HI country setting 57-60:.60.5) Hz Max Continuous Output Current ..12 5......) 16......I..21 240V...I......2........I„ 3?......I 42 @ 240V .I......47.5...........A..... ........................................... . GFDIThreshold 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT r`ev erte�•• Maximum DC Power(STC) 4050 5100 6750 8100 30250 13500 15350 W r ...................... ................ ................................................ ............... i ? - Transformer-Iess,Ungrounded Yes e� qG ........................... .. .......... ..................................................... ',G•pJ o,; Max.Input Voltage .......................................... .. . .. .....500.. .. ..... ........................................... Vdc... �9Z leantym, . ........................................... .. .. 8 Nom.DC Input Volta a 325 @ 208V/350 @ 240V Vdc .......................g............._.... ................ ................................................ .............. ......... - 16.5 @ 208V 33 @ 208V .. .. .. ... .-. a j Max.InputCurrentl'I 9.5 13 18 23 34.5 Adc x1 ,_ .... ..... ... I...... 15.5.E 240y..................I................I..30,5,.a1.240V.. .. . . .......... Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivity r ........................................... ................ ............... ................................ ............................. - Maximum lnve rter EfficiencY,..._..... . 97.7 98.2 ...,.983 ..._....983.., ....98..............98........ ....I 97.5 @ 208V 97 @ 208V 97.5. . Weighted Efficiency..................... ........ .... .....9......... ......97.5 8........98. ......9..7.s.....I.....97..........97,5 @ 240V..L...... ......... .....�..... ' Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ..... ................... i .............................................. ............................................. ....................................................... ..... .. Revenue Grade Data,ANSI C12.1 Optional).. t Rapid Shutdown NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed)") d- STANDARD COMPLIANCE ""^;"', UL1741,UL16998,UL1998,GSA 22.2 - _t R SafetY................................... ..................................................................................................................................... - Grid Connection Standards IEEE1547 ll' ..................................... ................................ ....... .................. ....... .......................... ......... .. Emissions FCC part15 class B I� INSTALLATION SPECIFICATIONS ! - ._ .:_ ,• .. AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8.3 AWG I q ............. ..... ..... ....... . ......... ...... .. ( y DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ 3/4"minimum/1-2 strings/1 6-6 AWG �,. ,AWG ran$?............................. . 14 6 AWG... .... ... .. Dimensions with Safety Switch 305x12.5x10.5 in ........................................................................................... .... .. ... -- 1} 30.5 x 12.5 x 7.2/77S x 315 x 184 / / ............. ...................................................................... ...................... Weight with Safety Switch............. ..........51.2/23:...........L..................54.7/24.7.. 88.4/.40.1.............�b/.kg... j Natural .— ♦�„ - convection " - Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems replaceable),...... ........................................... ................................................................... . �. Noise <25 ......... ...... 50.. . .... ........ ........... . ........................................... ................................................................... - Integrated arc fault protection(Type 1 for NEC 2011 690.11 compliance Min:Max.Operating Tem perature Is) g P ( YP ) P .....'........ .. .. .-13 to+140/.25 to+60(-40 to+60 version available. ) ..• .' ..".". 'F/'C — Superior efficiency(98%) Range......................... NEMA 3R Protection Rating....................... — Small,lightweight and easy to install on provided bracket hl For other regional settings please contact SolarEdge support. I 14 A higher current source may be used;the inverter will limit its input current to the values stated. Built-in module-level monitoringi pl Revenue grade Inverter P/N:SEx—A-USOODNNR2(for 760OW Invert—SE7600A-U5002NNR2I. - j (4)Rapid shutdown kit P/N:SE1000-110-51. — Internet connection through Ethernet or Wireless i I5140 version P/N:SE_A-US000NNU4(for 760OW Inverter:SE760OA-US002NNU4). ' — Outdoor and indoor installation �- r , Fixed voltage inverter,DC/AC conversion only , Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 sunsaEc .•t— 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW,solaredge.Usik r t Tom ` j - iz r rckr� wz -ra 1 woo 80AISO Aoa h(*�M' 4 . S., Awp ad' l3v � + Tt '04 &AraV4-D A•va Na W$T aSr�r'Ct9w.tiT' E AV � WA►a E`3 8 S¢ e. {j� 4► �z�✓ rap of � ���' - ;" , /Val— A_W .VA-nvAvs B��i. d-V AsSri Yd;�D DiJ7T Aj No , Cot L,6 ot4T /sr ! O aUNt�A o N H o t� 7-0 p TO _ W AIM QNF_ iFb&r OF IMIsJ DRAWS f�Na t pw... i+wrJ: �oio. avEt LE,AGh1 .:AREA �l of P A ' !-'PG)f 1r. . 2 :. lo'lN� �,. 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